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    Moments-Based Reduced Spectral Wave Modeling of Frequency-and-Directional Spreading Effects on Wave-Induced Longshore Currents 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Yang Zhang; Andrew B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: Often, nearshore radiation stresses are approximated using the monochromatic wave assumption, although this can have significant errors when the incident waves have finite frequency and/or directional spread. Consequently, ...
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    Observations of Landfalling Wave Spectra during Hurricane Ike 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Andrew B. Kennedy; Uriah Gravois; Brian Zachry
    Publisher: American Society of Civil Engineers
    Abstract: Observations of wave properties during Hurricane Ike are presented for eight temporary gauges in mean depths of 8.7–15.8 m over a 360-km section of coastline. These gauges cover both the strong (left) and weak (right) sides ...
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    Video Measurements of Large-Scale Flows in a Laboratory Wave Basin 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Kevin A. Haas; Andrew B. Kennedy; Brian K. Sapp
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes nonintrusive optical techniques to measure large-scale
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    Rip Currents with Varying Gap Widths 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Andrew B. Kennedy; Yang Zhang; Kevin A. Haas
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of rip currents with changing bar and gap lengths was tested in a series of laboratory experiments using video-tracked floating drifters. Qualitatively, currents showed strong differences in overall character ...
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    Wave Runup Loading Behind a Semipermeable Obstacle 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Mayilvahanan Alagan Chella; Andrew B. Kennedy; Joannes J. Westerink
    Publisher: ASCE
    Abstract: This paper describes an investigation of the interaction of breaking solitary wave runup with a two-dimensional semipermeable (vegetated) obstacle and the resulting wave loading on a downstream cylinder. The OpenFOAM model, ...
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    Numerical Exploration of the Shielding Effect of Vegetation on Nearshore Structures under Wave Run-Up Loading 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 008:;page 04024053-1
    Author(s): Joaquin P. Moris; Aikaterini P. Kyprioti; Christopher H. Irwin; Alexandros A. Taflanidis; Andrew B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: Overland flow from inundation events (IEs) such as hurricanes or tsunamis produce destructive loading conditions on nearshore structures. The magnitude of this loading and its associated impact can be substantially reduced ...
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    Boussinesq Modeling of Wave Transformation, Breaking, and Runup. I: 1D 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author(s): Andrew B. Kennedy; Qin Chen; James T. Kirby; Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: Parts I and II of this paper describe the extension and testing of two sets of Boussinesq-type equations to include surf zone phenomena. Part I is restricted to 1D tests of shoaling, breaking, and runup, while Part II deals ...
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    Boussinesq Modeling of Wave Transformation, Breaking, and Runup. II: 2D 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author(s): Qin Chen; James T. Kirby; Robert A. Dalrymple; Andrew B. Kennedy; Arun Chawla
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we focus on the implementation and verification of an extended Boussinesq model for surf zone hydrodynamics in two horizontal dimensions. The time-domain numerical model is based on the fully nonlinear ...
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    Hurricane Response of Nearshore Borrow Pits from Airborne Bathymetric Lidar 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Andrew B. Kennedy; K. Clint Slatton; Michael Starek; Kittipat Kampa; Hyun-Chong Cho
    Publisher: American Society of Civil Engineers
    Abstract: Airborne bathymetric lidar surveys taken in Florida before and after the severe 2004 and 2005 hurricane seasons show infilling of seventeen dredged nearshore borrow pits. During these seasons, groups of pits captured volumes ...
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    Basic Structure System Rating of Post–Super Typhoon Haiyan Structures in Tacloban and East Guiuan, Philippines 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 005
    Author(s): Shen En Chen; Mark E. Leeman; Brandon J. English; Andrew B. Kennedy; Forrest J. Masters; Jean Paul Pinelli; Weichiang Pang; Jose A. Rullan-Rodriguez; P. Satyanarayana; Joseph Calvo; Bharathi Murugan; C. Natarajan
    Publisher: American Society of Civil Engineers
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